C-501_2026-08-07_AMD 5.pdf
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- Solicitation number
- W912DS26BA028
About this file
This document is a design drawing sheet for roadway and utility typical sections for the Fort Drum Wells Field Expansion project located in Fort Drum, New York, prepared by the U.S. Army Corps of Engineers, New York District.
The sheet contains four detailed typical sections illustrating infrastructure design specifications: Section A1 shows a typical gravel well access road with 6-foot width, aggregate base and sub-base courses per NYSDOT Item 304 specifications, and 3:1 slope ratios; Section C1 depicts a gravel road section at wetland fill with similar aggregate requirements and 1.5:1 slope ratios; Section E1 presents a typical roadway utility layout for the Main Tank Trail roadway utilities (stations 300+00 to 412+00, 600+00 to 612+72, and 700+00 to 712+59) showing utility trench placement with 6-inch warning tape, bedding requirements, and minimum cover depths; and Section E7 illustrates main tank trail roadway utilities with detailed specifications for HDPE water main installation (minimum 6-foot cover), communications conduits in concrete duct bank (minimum 3-foot cover), copper tracer wire installation 12 inches above water main with test stations spaced no more than 500 feet apart, 40-foot Class 2 power poles, and detectable warning tape 18 inches below grade. The drawing identifies it as solicitation DB-RFP for Fort Drum, with final issue date of May 20, 2026, and includes revision notes dated August 3 and August 7, 2026.
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Text version
5.0'
6'
MI
N
7.2
ROADWAY CENTERLINE
SHOULDER
SHOULDER
VARIES, SEE ALIGNMENT ON PLANS
29' TO 48' - VARIES (SHOWN AT 29')
EXISTING GRAVEL
ROADWAY
HDPE DIPS WATER MAIN
COPPER TRACER WIRE INSTALLED 12" ABOVE WATER
MAIN AND CONNECTED TO TRACER WIRE TEST
STATIONS SPACED NO MORE THAN 500' APART AND
AT EACH VALVE BOX, MANHOLE, AND HAND HOLE
DETECTABLE WARNING TAPE,
18" BELOW GRADE
6"
BEDDING
15' MIN.
LIMIT OF
CLEARING
40' CLASS 2 POWER POLE,
34' ABOVE GRADE
20' MIN.
8'
5.0'
6'
MI
N
7.2
2.9'
ROADWAY CENTERLINE
EDGE OF GRAVEL
6"
3.0 ' M
IN
FUTURE DUCT
BANK CONDUITS
SHOULDER
1.8 ' 5.3 ' M
IN
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11' MIN.VARIES
3.95'
EXISTING GRAVEL
ROADWAY
KEYED NOTES:
HDPE DIPS WATER MAIN, MIN 6' COVER
(2) COMMUNICATIONS CONDUITS IN CONCRETE DUCT BANK, MIN 3' COVER
DETECTABLE WARNING TAPE, 18" BELOW GRADE
CONDUIT WITH TRACER WIRE CONNECTED TO TRACER WIRE TEST STATIONS
SPACED NO MORE THAN 500' APART AND AT EACH MANHOLE, AND HAND HOLE
COPPER TRACER WIRE INSTALLED 12" ABOVE WATER MAIN AND CONNECTED TO
TRACER WIRE TEST STATIONS SPACED NO MORE THAN 500' APART AND AT EACH
VALVE BOX, MANHOLE, AND HAND HOLE
4' 8'
UTILITY TRENCH
6" WARNING TAPE (12" COVER)
WITH INTEGRAL DETECTION
WIRE OR FOIL BACKING
3" CLEAR
ALL SIDES
6"
BEDDING
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TYPICAL GRAVEL WELL ACCESS ROAD SECTIONA1
SCALE: 1" = 3'
MAIN TANK TRAIL ROADWAY UTILITIESE7 STA: 300+00 TO 412+00
STA: 600+00 TO 612+72, AND 700+00 TO 712+59
SCALE: 1" = 3'
TYPICAL ROADWAY UTILITY LAYOUTE1
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AGGREGATE BASE COURSE, NYSDOT
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AGGREGATE SUB-BASE COURSE, NYSDOT
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